2011-291 TOWN �OFQUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20110291 Date Issued: Tuesday, July 12, 2011
This is to certify that work requested to be done as shown by Permit Number P20110291
'has been completed.
Tax Map Number: 523400-307-000-0001-010-0.00-0000
Location: 37 TUTHILL Rd
Owner: MICHAEL & TRACEY DELANEY
Applicant: MICHAEL & TRACEY DELANEY
This structure may be occupied as a:
Deck
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan,
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
a —
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20110291 Application Number: A20110291
Tax Map No: 523400-307-000-0001-010-000-0000
Permission is hereby granted to: MICHAEL&TRACEY DELANEY
For property located at.. 37 TUTHILL Rd
in the Town of Queensbury,to construct or place
at the above location in accordance with application together with plot plans and other information hereto filed
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. Type of Construction Value
Owner Address: MICHAEL&TRACEY DELANEY Deck $6,100.00
37 TUTHILL Rd
QUEENSBURY,NY 12804.-0000 Total Value $6;100.00
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
2011-291
272 sq ft deck
$50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,June 21,2012
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the T57ee n ry��A ues une 21,2011
SIGNED BY ' for the Town of Queensbury.
Director:of Building&Code Enforcement
i- ----_ --------------------- %-
� � l �OFFICE USE ONLY
�
TAX MAP,O. PERMIT NO. s i ' ;
JUN 06 2011
FEE PAID BLDG.&CODES APPROVAL '0 0
, 0
-------------------------------------------------------------- _ __-Tflm{�{WEENS RY
ACCESSORY STRUCTURE BUILDING PERMIT APPLICATIN BUILDING&CODES
Use this application for any structure other than the Principal Structure (house) to include, but not limited to:
garage, shed, greenhouse, dock, deck, etc. Refer to Informational Brochure No. 3 entitled Accessory Structures-
Sheds/Fences.
A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID
PERMIT.NO INSPECTIONS WILL BE MAD UNTIL VALID THE APPLICANT HAS RECEIVED A BUILDING PERMIT.
OWNER: 1 I 1 ��GtCQ .� `a A-L\L INSTALLER/BUILDER: ) �� / /D✓fit[ Q M Q
ADDRESS: 3- 2 ADDRESS: 7 if fL C`)"( P/ 1A t 511) J/
PHONE NOS. 7S PHONE NOS.. S% C� -�62 L
LOCATION OF PROPERTY: 1 I '- 'I SUBDIVISION NAME: 'r 1 / r_ _ �/
LOCATION OF PROPOSED ON RUCTION AND+OR INST//A��LLATION: (Sac- k1 in-C`7"xp 1/i n y k A fla r kL v(l
ESTIMATED COST OF CONSTRUCTION: $ ���'LA OTHER ACCESSORY STRUCTURES ON PROPERTY?
IF YES,PLEASE LIST: i< X II S 11 > 0-71 e
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: O \ PHONE: CQ Z 1
PROPOSED CONSTRUCTION 1sT FLOOR 20 FLOOR TOTAL PROPOSED
O OS D
SQ.FT SQ FT SO.FT FT.&IN.
OPEN PORCH
DECK
3 SEASON,COVERED OR ENCLOSED PORCH-
BOATHOUSE
BOATHOUSE WITH SUNDECK
DOCK
SHED
POLE BARN
DETACHED GARAGE(NO.OF CARS:_)
OTHER ACCESSORY STRUCTURE:
`CONSIDERED FLOOR AREA&MUST COMPLY WITH FAR[FLOOR AREA RATIO]REQUIREMENTS IF THE STRUCTURE IS LOCATED IN
THE WATERFRONT RESIDENTIAL ZONE.
To the best of my knowledge, the statements contained in the application, together with the plans and
specifications submitted,are a true and complete statement of all proposed work to be done on the described
premises and that all provisions of the Building Codes,the Zoning Ordinance, and all other laws pertaining to
the proposed work shall be compiled with,whether specified or noted,and that such work is authorized by the
owner. Further, it is understood that Uwe shall submit prior to a Certificate of Occupancy or Certificate of
Compliance being issued,as requested by the Zoning Administrator or Director of Building and Codes,an As-
Built Survey by a licensed surveyor,drawn to scale showing actual location of all new construction.
I have read and agree to the above.
/) QUESTIONS? CALL 761-8256 OR EMAIL
Signed � SC 7 Dated:6 `� I� codes(aD-gueensburv.net
�e� VISIT OUR WEBSITE FOR MORE INFORMATION
Namelritie(Printed) Url(Clf(�13��t G'`� www.gueensbury.net
Queensbury Building & Code Enforcement - Residential Final Inspectift
Office No. (518) 761-8256 Arrive: am/pm epart: tv�_am/pm
Date Inspection request received: 06=i 1 Inspector's Initials:
NAME: PERMIT#:
LOCATION: LL DATE: 0
TYPE OF STRUCTURE: l
-- Comments:
Yes No N/A
4" Building Number Address visible from road �a j
Chimney Height/"B"Vent/Direct Vent Location �r
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 18 inches
Roof Complete/Exterior Finish Complete
Platform at all exterior doors
Handrail 4 or more risers
Guards at stairs,decks,patios more than 30 inches above grade
Guard at stairwell at 34 inches or more
Guard at deck, porches 36 inches or more
Handrail Termination at Newell Post or Wall
Interior/Exterior Railings 34 inches to 38 inches
Deck Bracing/Handicapped Ramp Compliant
Grade away from foundation 6 inches with 10 feet
6 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18 inches above grade
Interior privacy/trim/doors/main entrance 36 inches
Bathroom/Kitchen watertight
Safety glazing/Window in stairwells safety glazing
Interior Smoke Detectors/Carbon Monoxide Detectors
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: Batteryac bku :
Attic access 30 inches x 22 inches x 30 inches(height)in accessible area
Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-1 50 s .ft.vents
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation/Insulation Certification/Sticker on Panel
Floor truss,draft stopping finished basement 1,000 s .ft.
Emergency egress below grade
Gas Furnace shut-off within 30 feet or within line of site
Oil Furnace shut-off at entrance to furnace area
Furnace/Hot Water Heater operating
Low water shut-off boiler
Relief Valves installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum'/"Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/%hour fire door/door closer
Duct work Sealed properly
Gas Logs in,Sealed or Glass Enclosure
Final Electrical
Final Survey Plot Plan
Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles
Flex Gas Pipe Bonding
As Built Septic System/Sewer Dept. Inspection Sticker
Site Plan /Variance required
Flood Plain Certification,if required j
Okay to issue C/C or C/O Temporary/Permanent %
LABuilding&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised
January 7,2008;Revised 6/26/08;Revised 12/22/10
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CUSTOMER == NIONT.GOMERY— lJ
DATE '06./04 11 REF .D,eck:11148
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STORE NAME
X I 0 So 5-1-
(� . �--� Gcp 123 STREET RD.
C:IT;Y; ST
S a S (8-0.0) 5-55 1,21.2
1+ o" 5 0
A-c�,� 600-r c L
5' 11 1/2"
— z 'y 0
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2' 112'
BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
17' 10 112" 3 8' 2 112"
Post spacing is measured center-to-center.
Depth of concrete footers --- 48" /2 AC( _
STRESS ANALYSIS
:USTOMER: MONTGOMERYi
)ATE: 06/04/11 DESIGN: DECK11148 REF: 11148154 . ZP1
SALESMAN # 50064 - BP
------------------=------------------------------------
1EMBER STRESS FACTOR COMPOSITE
.'YPE SIZE FACTOR LOAD LOAD
---- --------------------------------------------------
roISTS 2X10 DEFLECTION 134 PSF
16" BENDING 121 PSF
SHEAR 126 PSF
COMPRESSION 166 PSF 121 PSF
,EAMS 2-2X12 DEFLECTION 225 PSF
BENDING 100 PSF
SHEAR 75 PSF
COMPRESSION 245 PSF 75 PSF
iOLTS 1/2" SHEAR 2764 PSF 2764 PSF
-OSTS 6X6 STABILITY 762 PSF 762 PSF
-----------------------------------
TOTAL LOAD 75 PSF
DEAD LOAD 10 PSF
LIVE LOAD 65 PSF
------------------------------------------------------
TRINGERS 2X12 DEFLECTION 659 PSF
BENDING 417 PSF
SHEAR 241 PSF
COMPRESSION 867 PSF
TOTAL LOAD 241 PSF
DEAD LOAD 10 PSF
LIVE .LOAD 231 PSF
--------------------------- --------------------------
TRINGERS 2X12 DEFLECTION 906 PSF
BENDING 577 PSF
SHEAR 333 PSF
COMPRESSION 1198 PSF
-----------------------------------
TOTAL LOAD 333 PSF
DEAD LOAD 10 PSF
LIVE LOAD 323 PSF
---------------------------------------------------=--
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